ML20101F069
| ML20101F069 | |
| Person / Time | |
|---|---|
| Site: | Waterford  |
| Issue date: | 11/02/1984 |
| From: | Dobson D LOUISIANA POWER & LIGHT CO. |
| To: | Thatcher D NRC |
| References | |
| W3B84-0811, W3B84-811, NUDOCS 8412270012 | |
| Download: ML20101F069 (226) | |
Text
{{#Wiki_filter:_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ . LOUISIANA KILLONA, P O W E R & L I G H T! WATERFORD 3 SES
- P.O. BOX LAB 70066 e
ENOS$SYS November 2, 1984 W3B84-0811 A4.05 v' $ Mr. D. Thatcher Waterford 3 I&C Leader 7920 Norfolk Ave. MS-216 Bethesda, MD 20114
SUBJECT:
Discrepancy Evaluations
Dear Mr. Thatcher:
Pursuant to our previous agreement, attached please find the results of the evaluations of the minor discrepancies found on our walkdown on the expansion anchors included on the reinspection of Mercury N1 instrumen-tation installations. We anticipate and hope this resolves your concerns. If you need further information, please contact either Gary Pittman (504-467-2791, ext. 323) or myself (504-464-3308) . Sincerely , D.E. Dobson
. Project Manager .
DED:pbs Attachment cc: T.F. Gerrets M.K. Yates LP&L Project Files l j h e n a 8412270012 841102 <
.4 PDR ADOCK 05000382 PDR 3
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a . . _ . . . .---- e -- w .- c-- .- - MEMORANDUM October 31, 1984 MKY-84-126W To: D. E. Dobson From: M. K. Yates
Subject:
LOUISIANA POWER & LIGHT COMPANY-WATERIORD SES - UNIT NO. 3 RESULTS OF QASP 19.15 RE: EXPANSICN ANCHORS-NRC CONCERN NO. 17 Ref: 1. Ebasco Memorandum #MKY-84-ll7W dated 10/16/84 M.K.Yates to D'.E. Dobson 2.- LP&L Ltr. W3B84-0491 dated 9/28/81 (J.M. ~ Cain to Darrell G. Eisenhut)
' Attachments: (1) Revised Sunnary Results of QASP 19.15 Reinspection of Mercury N1 Expansion Anchor (2) Revised Evaluation of Mercury Installed Anchor Plates (Plate / Support / ISO No.s)
(3) Supplemental Evaluation Packages (3) The -results of QASP 19.15 Reinspection were forwarded.. to LP&L'via referenced Memorandum #MKY-84-ll7W.- Since the issuance.of that Memorandum, three additional anchor bolt problems were evaluated by ESSE Civil after work crews performing minor corrections for concern #1 found one bolt .could not be torqued and two- -
- other bolts on another anchor plate were too close to an abandoned anchor bolt
-hole.. The anchor bolt that could not be torqued was removed and the anchor plate ,
was analyzed by ESSE Civil to be acceptable with three bolts holding:it in place. The two anchor bolts that were too close to the abandoned anchor bolt hole were acceptable as is. The attachments to this Memorandum have'been revised to reflect the three additional anchor bolts. MKY/AM/cc / l Attachment t cc . Without Attachment J. DeBruin M. K. Yates (File) J. B. Hough ing . R. J. Esnes J. Hart
- A. Mukherjik/
'M. Malladi G. Livesey -
B. Grant D. Pershad j T. Fleischer With' Attachment (3) R. G. Pittman (LP&L) I" -
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'. ReviOion 1 - I g October 31, 1984 )
ATTACHMENT 1
SUMMARY
RESULTS OF OASP 19.15 REINSPECTION OF MERCURY N1 EIPANSION ANCHOR INSTALLATIONS
~
Approximate No. of Anchor Bolts Inspected: 5,500 Potential Deficiencies Forwarded to Engineering for . Evaluation: 45 No Deficiency 6 Accepted dader NCR-3316 1 Accepted Per'the Evaluation 16 Done for the Four Generic Cases of Anchor to Embedded Plate Configurations (See Response to Concern No. 17, Sec. Y. A.) Accepted Upon Additional Evaluation 22
' Rework ?arformed (but not required) -
3 Rework Required 0 e b L - . __ . - _ _ _ - - _ _ _ _ _ _ _ _ _ _
Revicien 1 ATTACEMENT'2 .
. Oct:bar 31, 1984 EVALUATION OF MERCURY INSTALLED ANCHOR PLATES MERCURY SUPP. MERCURY ISO PLATE NO. NO. NO.
E-l 5 160-L-046AE E-2 958 160-T-014HES E-3 10 172-L-012C SE2
, E-4 957 160-T-014ARS MI-5 .
12 853-L-084A E-6 . 10 ' ' 853-L-085A-R.3 E-7 1 160-L-010A MI-8 7 172-L-012C SE1 E-9 ' 11 853-L-084A E-10 3&4 160-L-010A E-Il 4 167-L-007A E-i2 3 167-L-001A E-13 23 167-T-036-A E-14 19 T-Cl3-A E-15 -
'll 168-L-010A E-16 6 853-T-006A E-17 23 853-T-006A
. E-18 34
' 853-T-006A E-19 11
, 853-I-005A E-20 .
13 853-T-005A it&21 6 t 853-L-015A MI-22 11 853-L-084A E-23 7 172-L-012C SHI
. E-24 37 '
SI-T-013-A MI-25 7 151-T-002 MI-26 4-160-T-066AE E-27 5 160-T- 066AE
; MI-28 4 160-S-005A l
.MI-29 2 166-L-013A MI-30 1 160-T-056S MI-31 10 168-L-D10-A MI-32 16 1 20 153-T-005A MI-33 26
& 853-T-006A MI-34 64 166-L-031-A
-]
Ktlauru:.n1 4 - Revicisn 1 October 31, 1984 f*. " i. EVALUATION OF ERCURY INSTALLED ANCHO?, PLATES ERCURY SUP?. MERCURT ISO PLATE NO. NO. NO. E-35 ' 19 853-T-008A R4 , E-36 1 N/A MI-37 6 SS3-L-118AE E-38 15 853-T-005A E-39 20 853-T-005A E-40 - 371 SI-T-013A E-41 -
' 25 853-I-005A E-41 14
, 853-T-005A MI-43 29 151-T-0('lA MI-44 122 435-T-031C
, MI-45 1 172-L-015C 6 e
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* * . Revision 1 October 31,.1984
' ATTACHMENT.3--
2 SUPPLEMENTAL EVALUATION PAC 10GES (3) 9
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. sur>Omr NO: 2%
met. o% Ao- 151- T-ooLA de 3 The.above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and summary is as followes.
, Accept Reject Mod. reed.
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REMhLRKK Or CORRECTIVE ACTIOT : MOA/$ E7ALUATED BY: - BYs l0l.5*ltY-Dates Date: /k,ffhY I I, i// O
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. NOTE:. Mini =nm bole spacing requirements for bolts installsd on adjacent plates shalI. be ten (10) bole cl4==cers, (5) bolt diameters for edge of concrete
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EV'ALUATION OF MERCURY INSTALLED ANCHOR PLATES
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ANCHOR PLATE NO:
^
. surrORz NO: .l2L mEl .9% do* V-la 57-toot-30 A t.
. s The.above mentioned anchor plata was installed by MERCURY to support tubetrack membe'rs. The as-built anchor plate evaluation and summary is as folicwas.
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HERCURY INSTALLED SUPPORT - pp 4Q 3 PLATES &' ANCHOR BOLTS
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~ NOTE: Minhna bolt spacing requirements for bolts installed on adjacent plates shall be een (10) bole diameters, (5) bole diameters for edge of concret.
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. E'VALUATTON OF MERCURY INSTALLED A N C E* O R
- PLATES .
ANCHOR PLATE Not M r - 45
, SUPPORT 30: I ( .NI/~/)
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tubetrack ===hars. The as-built anchor plate evaluation and summary i is as followes.
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ops No. Lou 2865 oaQ 653 cuent kuin - Power c i e w nv
,w ger Waterford SES Unit No. 3 susager Evaluation of Mercury Installed Anchor Plates
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d av oAva /d - - susar or enno,' anyg / / ops wa Lou 2865 [, 653 o / /
.cutur Louisiana Power & Light Company eno;gerWaterford SES' Unit No. 3 susaset Evaluation of Marcury Installed Anchor Plates
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MEM0RANDUM b-h' October 16, 1984 MKY-84-117W
'To: D. E. Dobson
.From: .M. K.'Yate
Subject:
LOUISIANA POWER &' LIGHT COMPANY WATERFORD SES.- UNIT NO. 3 RESULTS OF QASP 19.15 RE: EXPANSION' ANCHORS NRC CONCERN NO. 17) Ref: LP&L Ltr. W3B84-0491 dated 9/28/81
.(J. M. Cain to Darrell G. Eisenhut)
Attachments; Summary Results_of QASP 19.15' Reinspection of Mercury (1)_ N1 Expansion Anchor. i (2) Evaluation.of Mercury Installed Anchor Plates (Plate /
~- Support / Iso Nos.).
(3) Evaluation Packages (42) LP&LL submitted the response to Concern No. 17 to the NRC via the referenced. letter. In that response, it was stated that the reinspectica of Mercury - N1 instruments being conducted under LP&L Procedure' QASP 19.15 included inspection of the following-three attributes related to expansion anchor installations:
-(1)' Inspection ' of -expansion anchors on adjacent plates to verify spacing between anchors.
(2) Inspection of anchors to a' free edge to verify sufficient distance between
-the anchor and the free edge.
;(3) Inspection of the bolt marking on top of the anchor bolt to ' verify - the embedment.
Attachment 1 provides a summary of the results of the reinspection in regard to the above-three categories. Note also that it provides data on the inspection in' regard to' spacing between anchor. and embedded plates. Although this
. attribute was inspected, it was not cited in the response to Concern No. 17 since, as stated in Section. V.A of the response, a conservative . analysis had already been Jperformed demonstrating that Mercury anchor- plates could be immediately adj acent to an ' embeddedi plate without affecting its ability to
. perform its design function. The applicable .; calculations for these cases are attached'to each of the appropriate evaluation sheets in Attachment 3.
r, - D. E. Dobson October 16, 1984 MKY-84-ll7W Attachment.2 is~a list of the 42 Mercury anchor plates forwarded to Ebasco ESSE Civil for eval.uation and their corresponding support and iso numbers. Attachment 3 consists of.the ESSE evaluation sheet for each plate evaluated. In ' summary, the reinspection and analysis indicated that all the Mercury N1 anchor plates are structurally sound and are capable of performing their safety-
.related functions. As such, it confirms the conclusions regarding Mercury expansion anchor installations stated in the response to Concern No. 17.
MKY/JH/ll Attachment cc: Without Attachment (3) J. DeBruin, M. K. Yates (File) J.-B. Houghtaling R . . J .. s J. Hart
-A. Mukha M. Malladi-G. Livesa /
B. Grant C D. Pershad With Attachment (3) R. G. Pittman (LPL) l l l f
ATTACHMENT 1 j-
SUMMARY
RESULTS 07 QASP 19.15 REINSPECTION OF MERCURY N1 EXPANSION ANCHOR INSTALLATIONS Approximate No. of Anchor Bolts Inspected: 5,500 Potential Deficiencies Forwarded to Engineering for Evaluation: 42 No Deficiency 6 Accepted Under NCR-3316- 1 Accepted Per the Evaluation 16 Done for the Four Generic Cases of Anchor to Embedded Plate Configurations (See Response to Concern No. 17, Sec. V.A.) Accepted Upon Additional Evaluation 19 Rework Required 0 l m . ,. . _ _ _ - _ _ - - _ _ - _ _ _ - - _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ - _ _ _ _ _ - - _J
r -
~-ATTACHMENT'2 b EVALUATIONOFMERCUhtYINSTALLEDANCHORPLATES MERCURY SUPP. MERCURY ISO PLATE NO. NO. NO.
MI-l 5 160-L-046AE MI-2 958 160-T-014 HRS , MI-3 10 172-L-012C SH2
'MI-4' 957 160-T-014ARS MI-5 12 '
853-L-084A MI-6 ,, 10' - 853-L-085A-R3 MI-7 1 160-L-010A
-MI-8 7 172-L-012C SE1 MI-9 ,
11 853-L-084A
-MI-10 3&4 160-L-010A MI-ll 4 167-L-007A MI-l'2 3 '167-L-001A MI-13 .23 167-T-036-A MI-14 19 51-T-013-A MI-15 11 168-L-010A MI 6 853-T-006A MI-17 23 853-T-006A MI-18 34 853-T-006A MI-19 12 853-T-005A MI-20 . 13 853-T-005A MI-21 6 853-L-015A MI-22 11 853-L-084A MI-23 7 172-L-012C SH1
. MI-24 37 SI-T-013-A MI-25 7 151-T-002 MI-26 4 160-T- 066AE MI-27 5 160-T- 066AE MI-28 4 160-S-005A
.MI-29 2 166-L-013A MI-30 1 160-T-056S MI-31 10 168-L-D10-A MI-32 16 & 20 153-T-005A MI-33 ,26 853-T-006A MI-34 64 166-L-031-A
' A AllhF1 l i
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. EVALUATION OF MERCURY INSTALLED ANCHOR PLATES o
P' MERCURY SUPP. MERCURY ISO PLATE NO. NO. NO. MI-35 19 853-T-008A R4 MI-36 1 N/A MI-37 6 853-L-118AE MI-38 15 853-T-005A MI-39 20 853-T-005A-MI-40 371 SI-T-013A MI-41 25 853-T-005A MI-42 14 853-T-005A O f O e num r E.
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..g, ATTACHMENT 3 EVALUATION PACKAGES (42) 4 i
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_,_.I._....._.. g .E'V A L U A T I'O N OF MERCURY -INSTALLED ANCHOR PLATES
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ANCHOR PLATE NO: SUPPORT NO: -[
- Dwq-/60 -L- C IH A E The above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and sn= nary
' is as followes.
<N t
Accept Reject Mod.reqd. f~ A) note -te......... W D B) Bolt Spacing............ Q ] C) Anchor Plate............ g I . REMARKS Or CORRECTIVE ACTION : A cts.p nce MV //2-W # /f/ ,3 4 \- . l A/Cf - AJ3 -43/4, EVALUATED BY: [/ CHECKED BY: [/d ont : ininpv - Dae., D/Sc/re _ 4
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MERCURY INSTALLED' SUPPORT /Y / i ', _ PLATES & ANCHOR BOLTS 7 - Prepared By: . 94M, Checked By: Date: 9 M ITEM NO. cL. 4 ANCH. PL SIZE /3"XO M SUS NO. 39 (1) (2) (3) (4) WORK AREA 334 ANCH. B. SIZE Nf I SUPPORT NO. M ANCH. B. PROJ. #f MER. DWG, NO /60-/ -CMAS ANCH. B. LETTER M B430 DET. NO. (y)r) - /-/- /60 - BUILDING RAB ADJACENT PLS & SUPPORTS: FL. ELEV. Y-f/ - EMB'D PL NO.
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EMB'D PL SIZE ACTUAL LOAD a2,T' ANCH. PL fie:626 .5/ "W'4 eX V SEISMIC NON-SEISMIC ANCH. PL SIZE /dX /6 X / SUPPORT NO. SUPPORT TYPE NOTE: F4"4== bolt spacing requirements for bolts installed on adjacent plates shall be ten (10) bolt diameters,"(5)' bolt diameters for edge of concrete and edge of embedded plate.
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M UALL ELEV. (IF APPLEARI.F1 ..
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EVALUATIOT1 OF MERCU-RY INSTALLED
. ANCHOR ' PLATE 5
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. SUPPORT NO - Yh .
, Dwf - /60 T-o/f--M/S f
_g The.above mentioned anchor plate was installed by MERCURY to support
- tubetrack members. The as-built anchor plate evaluation and sn= nary , is as followes.
4 Accept Reject
+. Mod. reed.
't A) Bolt' Embedments. . . . . . . . .
]
B)' Bolt Spacing............ g C) Anchor Plate............ f l REMkRKS Or COfuu.t.nvs ACTION : t/M7 - l i
-EVAL"ATED BY: 8. CHECKED BY: /U Datas f0llgllgg e
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flATES & ANCHOR 30LTS 3b. 2,,,,,, s-
,lt A1.[ ~ 2-1.-
?repared 37:
G. U. k e,ca c. Checked 3y[f[@ ep-y_,4,- Date: / 9/
- g. / pg ITEM NO. FT-ecu7eB.5 ANCn. PL SIZE SUS No. 3 6'~- 3 (1) (2) (3) (4)
IJORK ARIA 33 4 ANCE. 3. SIZE i k /*/#/[Y-SU?? ORT NO. 9$8 ANCH. 3. PROJ. C ' h JNy (.I
.vER. DWG. NO. /6 0 - T- o /d- M 85 ANCH. 3. LETTER W 3 7 Y ^[#/8f 3430 DET; NO. s/8 - -
3UILDING 'T 4 3
- ADJACENT PLS & SUPPORTS: "
FL. ELIV. 3 4 0 ,f _
. 333,3 pt 30,
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EMS'D 7L SIZE ACTUAL LOAD 94M
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CC' R. E 6/8 SUPPORT -NO. SU? PORT TY?E NOTE: Mini =m bolt spk'ckng r[quirem5nts for bolts installed on adjacent places shall be ten (10) bolt diameters, (5) bolt dia=eters for edge of concrete and edge of e= bedded plate. N I Bot.T Td+cn *n' i~f 3 $-0 " ' D I i l I v - N \
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, : EVALUATION OF MERCURY INSTALLED 4 ^
\ ANCHOR
- PLATES ANCHOR PLATE NO: ~b
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.g The.above mentioned anchor plate wks installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and summary is as followes.
. O e
Accept Reject
. Mod. read.
, A) BaltiEmbedmonts.........
t - t? . 3)' Bolt Spacing............ Q
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c) Anchor Plate............
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.s', ' ' *: . ~ . -
EVALUATION OF MERCURY INSTALLED ANCHOR ' PLATES 1-
~
ANCHOR PLATE NO: SUneOar w f67 -
~
ppJg.ggr-/46-I~-- O&A AS f. h e.above mentioned anchor plate was installed by MERCURY to support tubetrack membe'rs. The as-built anchor plate evaluation and summary is as followes. ?- l . . Accept Rejact Mod.'reqd.
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WORK AREA 3 3 A. ANCH. B. SIZE l 4 ~ # -/gy
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SUPPORT NO. J T S 75~7 tr[3t/ ANCH. B. PROJ. Y## - MER. DWG. NO. / 6 g _ "T - 0 /4. A. R S ANCH. B. LETTER Y M O 7 -w:~ */s B430 DET. NO. BUI W NG RM ADJACENT PLS & SUPPORTS: ,
.FL. ELEV. 3 4 - O EMB'D PL NO.
O. EMB'D PL SIZE ACTUAL LOAD 2f I ANCH. PL NO. 9/O8- P 2./ d_ [ SEISMIC 2. / ?c 7 / ANCR. PL SIZE NON-SEISMIC '
~
. SUPPORT NO. Ce f_ C f/8 SUPPORT TYPE NOTE: Minimum bolt spacing requirements for bolts install,ed on adjacent plates shall b,e ten (10) bolt diameters, (5) bolt diameters for edge of concrete and edge of embedded plate.
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EVALUATION OF- ' MERCURY INSTALLED ANCHOR PLATES
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ANCHOR PLATE NO: SUPPORT NO: [b - wg go-8S3-/-b8V K
~
The above mentioned anchor plate was installed by MERCUdY to support tubetrack members. The as-built anchor plate evaluation and sununary is as followes.
,, Accept Reject Mod.reqd.
a A) soli -te......... g r e
>> nop w in............. g C) Anchor Plate............
REkhRKS Or CORRECTIVE ACTION : M - EvAr,UATED BY: CHECKED BY: P oste
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' SUPPORT NO. /2 ANCH. 3. PROJ. i
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- BUILDING IA-A '
ADJACINT PLS & SUP? ORTS: TL'. ELEV. - 10 EM3'D PL NO. WALL NO. 7 ha,f7 p /s/tX , A EMB,D PL SIZE v,s_am , ,3
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ANCH. PL NO. SEISMIC .- ANCE. PL SI2E /f ,y/f y NON-SIISMIC . SU? PORT NO. SUPPORT TYPE - NOTI: Mini =:s bolt spacing requirements for bolts installed on adjacent plates shall be ten (10) bolt diameters, (5) bole diameters for edge of concreta and edge.of a=hedded plate. 4 7A
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EBASCO SERYlCES INCORPORATED BY - CAT 3 b gM e SHEET ! OF cwwo.e4 . d' DATE,! '! OFS NO: Lou 2865 CE[, 653 ( cucur LoudianaPower&LightCompany amoJEcTWaterford SES Unit No. 3 sus;ccT Evaluation of Mercury Installed Anchor Plates
- . . l ADDITIONAL CALCULATION
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- i: _. -EVALUATION OF M E R C'U R Y INSTALLED ANCHOR
- PLATES -
s - anCaoR PLATS wo: xI-f
/B
. surroar mo: .
ptJ4 No - 853-L.- o esA -R3
,g The above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and summary is as followes.
4 Accept Reject Mod.reqd.
's
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> u ,............
a C) incaer r u te............ y 0 e l Dates JO/jvff-y. 7 i< o,z , /g, ff hg
MERCURY INSTALLED'EUPPORT S PLATES & ANCHOR BOLTS ' mz. s u er c.s< ac,. \ Prepared By: G;'. O ificu c A Checked By W E ' 9-go F Date: I[k/ 8 d._ c::.N vr-ITEM No. b? i h V- S Z.76 $5 ANCE. PL SIZE J" X/,f A+/-/.4 SUS No. - 4 6 'D (1) (2) (3) (4)*
. WORK AREA 3i b ANCH. B. SIZE SUPPORT NO. 1D ANCH. B. PROJ.
-MER. Dwc. NO. BS3-L-e.SSA R3- ANCE. B. LETTER B430 DET. NO. ,
BUILDING RAE
.TL. ELEV.- ADJACENT PLS & SUPPORTS: *
-28' ~
EMB'D PL NO. WALL NO. k. [. asst 79 540 3 EMB'D PL SIZE ACTUAL LOAD
-:hSEISMIC NON-SEISMIC ANCE., PL SIZE 2 r #X 1e "
SUPPORT NO. SUPPORT TYPE NOTE: Minimum bolt spacing requirements for bolts installed on adjacent plates shall be ten (10) bolt diameters, (5) belt diameters for edge of concreta and edge of embedded plate. 3' c
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.EBASCO SERYlCES' INCORPORATED
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- er r a /0//2/Fkr SHEET
/ OF cwao. ey cars ors wo_ Lou 2865 08Q 653 cusm? L siana Power & Light Company PROJECT Waterford SES Unit No. 3 sus;Ecr Evaluation of Mercury Installed Anchor Plates ADDITIONAL CALCULATION:
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, . . v- ,
., EVALUATION OF MERCURY INSTALLED ANCHOR ' PLATES ANCHO.R PLATE MO, " ~7
. . POR2 0, /
.24Jg do Mo-L -olok J.. t The above mentioned anchor plate. was installed by MERCURY to support tubetrack membe'rs. The as-built anchor plate evaluation and summary is as followes.
Accept Reject Mod.reqd. e
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v
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h l Datas /D //L) b
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PU. ES & ASCHO?. BOLTS -
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_f . . _ ,. .. . _ , . Prepared By: O=X \YAEHWE l Checked By: M ((
! Date: *) '7. M ITEM NO. LT CC '7CIO AS ANCH. PL SIZE
' SUS NO. 5/o-3 (1) (2) (3) (4)
WORK ARIA %B. ANCE. B. SIZE SW PORT NO. l ANCH. B. PROJ. MER. DWG. No. IkO ObA ANCH. B. LETTER 3430 DET. NO. M/A 3UILDING MO . ADJACENT PLS &-SUPPORTS: re. ELEV. (M9( s-C) EMB'D PL NO. ITALL NO. hMA EMB'D PL SIZE ACTUAL LOAD ,%,,j ^ 17.
- gEIMC . ANCH. PL NO.
NON-SEISMIC SCH.PLSIZE
. SUPPORT NO.
SUPPORT TTPE NOTE: Mini u' m bo'l't 'spacin['reghi$A=ents for b'olts installed on adjacent plates shall.be. ten.(10) bolt diameters, (5) bole diameters for edge of concreta
,. and edgs' of embedded plate.
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cano..e[ oars / !/ ors wo Lou 2865 Ds Q 653 cuent Louisiana Power & Lighf. Company PaoJacrWaterford SES Unit No. 3 suester Evaluation of Mercury Installed Anchor Plates ADDITIONAL CALCULATION!. I i
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Set /8-41
. EVALUATION OF ' MERCURY INSTALLED
, ANCHOR
- PLATES ,
1 4 ANCHOR PLATE NO:
~b
. . SUPPORT MOs 7 -[782~7 *
.%( Ho /72 -L~ 012 Q Sh-/
. +
. ?
The.above mentioned anchor plate was installed by MERCURY to support tubetrack membe'rs. The as-built ' anchor plate evaluation and summary is as followes. i , ,
' Accept Reject Mod. reed.
7. x> note w sos.......... g O si nott Spa 7
.to,............
O O [ C) Anchor Plate............ l l
]
l REMkRKS Or CORRECTIVE ACTION : / - l . i i EVALUATED BY: / CHECKED BY: lo ll2,1 W oste: I i i cate ff/lrfff 7 77 e
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1 5 Prepared By: ' b.b . g-2 4 6 A i Checked By: Date:
- N ITEM NO.
f SUS NO.' $ 2. A .2. RC, WORK AREA __ 2.2. A p , SUPPORTNO.h- 1782.-7 t c MER. DWC. No. t 12. - L -os 2_c. s tSt.L
~
B430 DE1. NO. X 2.3 B LA" ,_ D EE_ WC,'46_7l 72.,-L-C l 2. c. s g. BUILDING RcA , (y j0.i!16di6M(~4) 'FoR. Loc,41c-TL. ELEV. (.-)4,eo - WALL NO. S r. C,- 4 . g.ig, t cy, f_ , p MEMBER SIZE 1 x 4 < V4 - I- . 2 ER LENGTH 3" m ,e w a- c. a3oqbt - y ACTUAt t0AD kamm 4u . SEISMIC -- . . . LOCATION PLAN FI.. ELEY, NON-SEISMIC OR WALL ELEV. (IF APPLICABLE) V 1 2 t_ a i et s zyf2JN$^ E l 4
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/ -
.* cugwy- Louisiana Power & Light Company paosect Waterford SES Unit No. 3 sussect Evaluation of Mercurv Installed Anchor Plates ADDITIONAL CALCULATION - t -
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.. . . . . . . . PLATE'AND
_ . . . . _ . . . _ EMBEDDED'. . . . . . . . . PLATE CONDITION IS SIMILAR TO dASE NOz. _ [ (calculation _ attache 4}_. .... . . . . . _ . , HENCE THE AS-BUILT CONDITION-IS ACCEPTABLE. -- - - - - - - - - - - - -
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{ . cmASCU SERYlCES INCORPORATED
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.. . -EVALUATION OF MERC'URY INSTALLED ANCHOR ' PLATES MI-ANCHOR PLATE NO: -
. SUPPORT NOs !!
. ZWQ Mo
- 853-4. - 08%A
. git The.above mentioned anchor plate was installed by MERCURY to support tubetrack membe'rs. The as-built anchor plate evaluation and summary is as followes.
Accept Reject
- a. -
Mod. reed. - O A) solt'Embeaments......... g a) sole spacing............ E O. C) Anchor Plate............ REMkRKS Or COfueunvs ACTION : j!t d ' - EVALUATED BY: CHECKED BY: . Date: l0htl 94 - Date: f/lh
//'
_ _ _ __J
'W f[*
S CURY INSTALLIii SL??CET -
~
?LATIS & ANCE01 SCL"'S
?repared Ey [
Checked By: / Date: G- C -ry' 1 1M NO. bf7^-& -E2 ?d-/? r AuCH. ?L s= jo"x b " sus NO. (1) -(2) (3) (4) l -WORK ARIA 84 A ~- Y ANCH. 3. F >- SUPPORT NO. // ANCH. B. 7R02. MIR. DWG. NO. (U 8(NA
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ANCH . B . I.:. 4 -* 3430LDET. NO. .
- BUILDING MY -
, , ADJACINT PLS & SU??Om:
TL. ILIV. ~ ,2 0 IMB,D ?L NO.
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' ACTUAL LOAD .36 h
" ANC9 ?L NO.
bSIISMIC ' ANCH.' PL SI23
]NON-SIISMIC -
SU?? ORT NO.
~ ,-
SU?? ORT TT?I NOTI: Mini =um' bolt spacing requirements for bolts i= stalled on adjacent places shall be ten _(10) bolt diameters, (5) bolt diz=ecers for edge of cencrate and edge of anbedded plate. - G
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(.. . EBASCO 3ERYi.'CES INCORPORATED
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, oave M'N', . ors wo. LOU 2865 **E,' 6 53 cutwT- Louisiana' Power & Light Comoany peoJccT Waterford SES Unit No. 3
'susJcc7 Evaluation of Mercurv Installed Anchor Plates ADDITIONAL CALCULATION. I -
._Plata 1o r ii i i ii t i I a : 1 : : i ii;;i
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- PLATE: CONDITION IS SIMILARTOdASENO: _ [ (calculation _. attache 41 _... _ _ , , _ . ,
am.CE THE AS-BUILT CONDITION-IS ACCEPTABLE. - - - - - - - - - - -
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.,, - EVALUATION OF M E R C'U R Y- INSTALLED
. ANCNOR
- PLATES
~
ANCHOR PLATE NO:
, . SUPPORT.NO: E -
D Q (3 f I(o b ~ L.- 0 l 0 A 2 The .above mentioned anchor plate was installed by MERCURY to support tubetrack membe'rs. The as-built anchor plate evaluation and summary is as followes.
=
Accept Reject Mod. reed. o
~
u Bo1e A t.......... gy
- 3) Bolt Spacing............
g ] C) Anchor Plata............ {/ ] REMARKS Or CORRECTIVE ACTION : A!i d Date: lO//>fW Date: /h[f
///
s O __ e _ s
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, - _ _ _ - - _ _ _ _ _ _ _ _ _ _ - _ _ =
, ._ , NATES'&ANCHORBOLIS
, , . . ~
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._ - . . . . Prepared 3y: _ D_WA8-f4JC--G_
s checked Sy: _ /CM, , Date: O). ~7-84 # ITEM NO. LT- c.c. ~7Cl o A5 s cH. PL SIZE C~
~
,W ETCH SUS NO. %-3 (1) (2) f(3) (4)
WORK-AREA 3Co O. ANCH. B. SIZE SU?? ORT NO. 3 4 4- ANCE. B. PROJ. xER. uuc. NO. Mc-t - cao-A INCH. 3. tE u m t 3430 DET. NO. 'W BUILDING -- M6
- 71. ELEV. (Y 'O ADJACENT PLS & SUPPORTS:
,EMB,D PL gg, WALL NO. N!M t ACTUAL LOAD EMB'D PL SIZE N '/ A -
@EISMIC' ANCE. ?L NO.
' = /$ i@
l. NON-SEISMIC ASCH. PL SIZE 4 ,pg, g: Sup?ogt NO. SUP? ORT TYPE
^
NOTE: .W n 4
"= bolt spacing re"q51riments for bolts installed on adjacent plates shall be ten (10) bolt diameters, (5) bolt diameters for edge of concrete and edge of' embedded plate..
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OAT. 8*I caso.sy
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6 53 cucut- Louisiana Power & Licht Comoany amoJact Waterford SES Unit No. 3
'su sJsc7 Evaluation of Mercurv Installed Anchor Plates ADDITIONAL CALCULATION.
.. . I i i ; i l i i I .._: Plate . No I !-iiMr.__h, m i!
- i. t i II I II i
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~
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!' I I I! !II I !! I I THIS AS-BUILT ANCHOR PLATE'AND EMBEDDED' =
PLATE CONDITION IS SIMILAR TO CASE NO: _ _ [ (calculation _a. ti; ache 4L. ,__, . . , . . . . HENCE THE AS-BUILT CONDITION-IS ACCEPTABLE. -- '- - - - - -- -
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i -. . o E'V A L U A T I O N bF MERCURY INSTALLED ANCHOR PLATES ANCHOR PLATE NO:
. SUPPORT'30: .
Paq do /G 7 - L - bo ?4 The above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and summary is as followes. l
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- Accept Reiect l
Mod. reed. A) Bolt h Wnts.........
~
B)- Bolt Spacing............
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C) Anchor Plate............ REMARKS Or CORRL.nvs ACTION : A EVALUATED BY: e 4 CHECKED BY: Date: }C//uf G$C
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,. ?D iES & ANCHOR 3OLTS h[h/
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ITEM No. PT- Sl - 1507 AS ANCH. Pt SIZE 5 8 E~ S < I= a 4 -1 SUS No. GOB (1) (2) (4) work AREA MI 6 ANCH. 3. SIZE \(3) SL'? PORT 'NO. 4- ANCH. B. PROJ. nR. Dwc. No. 167 -L -nO'M ANCH. 3. LETTER 343o der. No. XZSJZ.7 - 3UILliiNG M6 ADJACINT PLS & SUPPORTS: T
*L. " TV* b D EMB'D PL NO.
val.L No.- N/A EMB,D PL SIZ:_
- ACTUAL LOAD ,, f,/, ^. S7M j ANC'd.'PL NO.
, SEISMIC AN52 PL SIZE f NON-SEISMIC ~
,f.
SUPPORT NO.~ M SUPPORT TYPE T NOTE: Fnt*3$bolb i ' acing hecuire ents for bofts installed en adjacent plates shall be ten (10) bolt diameters, (5) bole diameters for edge of' cencrete
- .- and edge of embedded plate.
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EBASCO SERYiCES INCORPORATED
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THIS AS-BUILT ANCHOR' PLATE AND EMBEDDED PLATE CONDITION IS
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EVALUATION OF- . MERCURY INSTALLED ANCHOR PLATES l l 1 I ANCHOR PLATE NO.:- ~f SUPPORT NO: ' paq do - M 7- L -0o /4
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The above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and summary is as followes. s Accept Reject Mod. reed. n a - t.......... g
,, 1, ,,a.m.............
y o o C) Anchor P1 ate............
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RE$ ARKS Or CORRECTIVE ACTION : ! Af e EVALUATED BY: - B #/ CHECKED BY: Data: /0//M Pk Dates /8//f f '
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7' . . . MERCURY INSTALLED SUPPORT PLATES & ANCHOR BOLTS /1fZ-/2-Prepared By: bNSHN6:E> Checked By: / bb, L Date: k-lb d ITEM NO.- II-61-O M O ANCH. PL SIZE MMM SUS NO. N (1) (2) (3) (4) WRK AREA D16 ANCH. B. SIZE SUPPORT NO.- d ANCH. B. PROJ. f MER. DWG. NO. l fol d*@ 'b ANCE. B. LETTER f 3430 DET..NO. )('ZD.C77 BUILDING bD ADJACEF2 PLS & SUPPORTS: PL. ELEV.- {-lD EMB'D PL NO. E NO... M EMB'D PL SIZE i ACTUAL LOAC M/A ANCH. PL.NO. , ANCH. PL SIZE NON-SEISMIC SUPPORT NO. / SUPPORT TYPE I
. NOTE: Min 4== bolt spacing requi:: aments for bolts installed on adjacent plates shall be ten (10)-bolt diameterf, -(5) -bole diameters for edge of concrete and edge of embedded plate.
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EVALUATION OF ' MERCURY INSTALLED A'N C H O R PLATES
~
ANCHOR PLATE NO: n SUPPORT NO: > - wq-as- w-i= o3H
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l The above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and summary is as followes.
~
Accept Reject Mod. reed. e x3 - u h.e_. e.......... g
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y a c, Am hor ,ute............ y
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MERCURI INSTALLE$ SUPPORT PLATES & ANCHOR BOLTS Prepared By: Ra (Mm Checked By: [d [I j Date: h -lh M b ITEM NO. L - 31 0306C ANCH. PL SIZE - S eis: S W C ,W SUS NO. 6(c7 (1) (2) (3) (4) 51 5 WORK AREA ANCH. B. SIZE SUPPORT NO. bD , ANCH. B. PROJ. MER. DWG. NO. L'7-T -C% A ANCH. B. LETTER B430 DET. NO. X Z 3D ')8 u)Ak, ADJACENT PLS & SUPPORTS: FL. ELEV. (-D-19,-Cc7 EMB'D PL NO. EMB'D PL SIZE l ACTUAL LOAD N/M ANCH. PL NO. SEISMIC i ANCH. PL SIZE I ONON-SEISMIC i SUPPORT NO. y SUPPORT TYPE I NOTE: 144n4== bolt spacing requirements for bolts installed on adjacent plates shall be . ten (10). bolt diameters,..(5) . bolt diameters for edge of concrete and edge of embedded plate. g
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Ce:LtBJG i o e LOCATION PLAN FL. ELEV. OR WALL ELEV. (IF APPLICABLE)
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Esisco~s'ERV!CESINCORPOR TED cv e Pbf$b^ cATg lO *l$*bh sugET OF
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~E'V A L U A T I O N OF MERCURY INSTALLED ANCHOR PLATES
~
ANCHOR PLATE NO: SUreORT no 14 999 do - 5 / O/3 -A y The above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and summary is as'followes.
.~
Accept Reject Mod. reed. A) Bo1t Embedmonts.........
>> ooit e % ............ y C3 A..or ,1.te............ g REMARKS Or CORRu.n ys ACTION : M EVALUATED BY:
CHECKED BY: Data: /()/}y)F)C. Oate: gl(( i <- 6 4
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MERCURY INSTA. LED SUPPORT -NI PLATES & ANCHOR BOLTS
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Prepared By: [
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1 TEM NO. ------ - ANG. PL SIZE 10"& C" SUS NO. % (1) (2) .(3) , (4) WORK AREA 32k ANCH. B. SIZE 72 d SUPPORT.NO. I9 ANCE. B. PROJ. 13/8 MER. UWG NO. S1-7-012 -A ANG. B. LETTER "L" 3430 DET. NO. Jr23-T79B(w/4) , BUILDINc #AR ADJACENT PLS & SUPPORTS: FL'. ELEY. ~H ' EMB'D PL NO. - M ALL NO.~ 24 Fas s e r e A<*u)- ACTUAt TOAD - M 'D PL SIZE 29*V24' # ANG. PL NO. -
- ANG. PL SIZE - '
NON-SEISMIC - SUFPORT NO. SUPPORT TYPE - NOTE: Min 4- bolt spacing taquirements for bolts installed on adjacent plates shall be ten (10) :tolt diameters, (5) b' ole diameters for edge of concrets and edge of embedded plate.
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'uaJac7 Evaluation of Mercurv Installed Anchor Plates s
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4 EVALUATION OF ' MERCURY INSTALLED A-N C H O R PLATES D ANCHOR PLATE NO: ~f SUrrOaT nO: ll - IM4 eJo - if,8 - L - ol o /l The above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and summary is as followes. Accept Reiact Mod. reed.
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MERCURY INSTALLED SUPPORT { PLATES & ANCHOR BOLTS - s Prspared By: G. G.a ;2,.o c A-Checked _By: 1/bf.- pts - en- cz es "**** O E ITEM NO. E ANCH. PL SIZE 9 * ~ l '/ 7 d e i:7C, UT SUS NO. f ?. B (1) (2) .(3) (4)
. . WORK AREA ~3 i C ANCH. 3. SIZE ^3/8 SUPPORT NO. -1I ANCH. B. PROJ. O l 4-I- MER. DWG. NO. I 6 8 - L- O I 0 A- ANCE. 3. LETTER H B430 DET..NO.-
- BUI W NG RA6 ADJACENT PLS & SUPPORTS:
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WALL'NO. H ( s soin : i DE $w A.9 EMB'D PL SIZE t ~4.' ' *- G" ACTUu. toiD - - - ANCE. PL NO. -- SEISMIC ANCH., PL SIZE NON-SEISMIC' SUPPORT NO. SUPPORT TYPE NOTE: Minima bolt spacing requirements for bolts installed on adjacent plates shall be can (10) Bolt diameters,"(5) bolt. diameters for edge of concreta and edge of embedded plate. Y
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, EVALUATION OF MERCURY' INSTALLED ANCHCR PLATES
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ANCHOR PLATE NO SUPPORT NO - anpg N4 d o - fr 5 3 -T - o o 4 4
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The above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and summary is as followes. Accept Reject Mod. recd. e x3 -1 - e.......... g
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3 2 O C) Anchor Plate............ REMARKS Or CORRECTIVE ACTION : EVALUATED BY: ' CHECKED BY:
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- BUILDING' RA8 ADJACENT PLS & SUPPORTS:
TL. ELEY. I ') Y - EMB'D PL NO. - ---- WALL NO. o g e.em d R > A (-W su/ . # EMB'D PL SIZE 12" t_ff' ACTUAL LOAD -. P a ANCH. PL NO.
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ANCE..PL SIZE ------- NON-SEISMIC SUPPORT NO. -
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SUPPORT TYPE NOTE: Min 4== 5cle spacing requirements for bolts installed on adjacent plates shall be can (10) bolt diameters, "(5) bolt diameters for edge of concrete and edge of embedded place.
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EBASCO 3ERVICES INCORPORATED
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~ PLATE AND EMBEDDED PLATE CONDITION IS 2.. . _ . _ . _. . . . . . _ . . . . . _
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EVALUATION dF- ' MERCURY INSTALLED A'N C H O R PLATES ANcnoRrLATEno,"I-/7 Sorroar mo 23 - N9 ' d o - 95 5- T- o o6 A y he above mentioned anchor plate was instailled by MERCURY to support tubetrack members. The as-built anchor plate evalaation and sununary is as followes.
. s Accept Reject Mod.reqd.
. A> ts - - ......... g O-T
>> 1= s - w ............
O C) Anchor Plate............
]
REMARKS Or CORRECTIVE ACTION : EVALUATED BY: C
, CHECKED BY:
f}Ir/f$ onte: 101iM W once, ( '
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e Wai m - i i- - . . . iimi i , ,mma
- - - ~ ~ ~ ~ ' ~ - -
.o g.)- - - - - - - - - - - - - - - - -
, Q d "" MERCURY'INSTA.dD SUPPORT
/If[-/ 7 PLATES & ANCHOR BOLTS Prepared By: [/, m Checked By: dd- . km Date: 7[j9/py.8 ITri NO. - % '
~
ANCH. PL SIZE 10"2 f o*> '// SUS NO. (1) (2) (3) (4) WORK AREA 35F ANCH. B. SIZE h" SUPPORT NO. 23 'ANCH. B. PROJ. lD* MER. DWC. NO. R53 -T-0d4% ANCH. B. tETTEx 't " B430 DET. NO. don-H-R,g-U - BUILDING MA8 ADJACENT PLS & SUPPORTS: FL. ELEY. M@ EMB'D PL NO. - UALL NO. oa ee m gc,oc- M n.J. , g, yn ACTUAL LOAD - . - rm ANCE. PL NO. % 12!d SEISMIC ANCE. PL SIZE. NON-SEISMIC .
. SUPPORT No. --.--
~
, SUPPORT TYPE NOTE: Minimum ' bolt spacing requirsEents for bolts installed on adjacent plates shall be can (10) belt diameters, (5-) bole diameters for edge of concrete and edge of embedded plate.
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- , EBASCO SERVICES INCORPORATED
. ,y //,/ATf/ .., /O*/f *84 . .
,,,,,, o, oars /8'M cuo. ey
. ors no. LOU 2865 * "[.* 653 cutwr Louisiana Power & Light Courpany
=aoacc7 Waterford SES Unit No. 3 '
su ,J acy Evaluation of Mercurv Installed Anchor Plates ADDITIONAL CALCULATION . - i i 1 I I l l l I j ! ! ~~.Plata! I No I !l MI-_-_7!, l I i
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. EVAL'UATION OF- "M E R C U P. Y INSTALLED ANCHOR PLATES s
ANCHOR PLATE NO: ~[ ). SUPPORT NO: T/,/ - Pq - Wo - 85:-T-0044 The abova mentioned anchor plate was insta'lled by MERCURY to support tubetrack members. The as-built anchor plate evaluation and sumary is as followes.
~
Accept Reject Mod. reed. M Bolt h h nts......... 7 B) Bolt spacing............ g ' c) Ancao, P1ae............. g O RE$ ARKS Or CORRECTIVE ACTION : f, _O h
/c//4,/ S V Data:
{ ' Date: /9!/[ '
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MERCURY INSTA D SUPPORT Ntj- fOSI PLATES & ANCHO". 30LTS . Prepared By: M u, Checked By: N C _ V_ ,_ __ Date: '9 []7/p4/. ITDi NO. 10".vi" x b" ANCH. PL SIZE SUS NO. (1) (2) (3) (4) WORK AREA 35 F ANCH. B. SIZE I/Z *d SUPPORT NO. 34 ANCH. B. PROJ. 1" xER. DWo. NO.
~
g5.3-7-oogg ANCH. B. LETTER *N " s430 DET. NO. _X23-775B ' B M ING N
# ADJACENT PLS & SUPPORTS:
FL'. ELEV. M4
-EMB'D PL NO. -
WALL'NO. c [cen.s ,9 6 g ,D PL SIZE J 2 > 12 ' ANCH. PL NO. -
'bSEISMIC
.' ANCH. PL SIZE ~
NON-SEISMIC
, SUPPORT NO. ._- -
~
SUPPORT TYPE ~ NOTE: Mini:msm bolt spacing requirements for bolts installed on adjacent plates shall be ten (10) : bolt diameters, (5) bolt diameters for edge of concrete and edge of embedded plate. l .
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- N G ) OR WALL ELEV. (IF APPLICABLE)
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~
EBASCO SERYiCES INCORPORATED
~
,, A.PA7EL ,,,, lo It 84- .' .
. caso. ev. , c47s E '
. ors no. LOD 2865 "'U.* 653
. cutur Louisiana Power & Licht Company
,ogger Waterford SES Unit No. 3 su masc 7 Evaluation of Mercurv Installed Anchor Plates ADDITIONAL CALCULATION I
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). .' 9 - j- , EVALUATION OF MERCURY INSTALLED ANCHOR PLATES t I ANCHOR PLATE NO: SUPPORT NO: /b' - DWG AIO- 853 - T- 00FA y The above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and summary
' is as followes.
. ~
Accept Reject Mod.reqd. x) now E. sed.aos.......... ET O O B) Bolt Spacing............ C) Anchor Plate............ g REMARKS Or CORM.ra.cuvs ACTION : MM O Dater /0//2./hh
Date: 8![
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, ... r$ - .. . MERCURY' INSTALLED SUPPORT !
MT-/ , PLATES & ANCHOR BOLTS Prepared By: [, , Checked By: ' Na _ Date: l9{f r; fg-t) # ITEM NO. - ANG. PL SIZE [1 8 y f/2" SUS NO. ,
, (1) (2) (3) (4)
' 337 ~ , , _ _ ,
' WORK AREA ~ ANG. B. SIZE 3/f' SUPPORT NO. (3h ANCH. B. PROJ. 1. '/4" MER. DWG. NO. R52 OoS-A ANCE. B. LETTER "L" B430 DET. NO. -
BUILDING. RA8
#' ADJACENT PLS & SUPPORTS:
TL. ELEV. (-) /-t EMB,D PL NO. - WALL NO.. e u e n u w c. ACTUAL LOAD .
, DESM Q*k 12"
, . ANG. PL NO. -
ANG. PL SIZE - NON-SEISMIC -
, SUPPORT NO. -
SUPPORT TTPE - .* NOTE: M4n4== bolt spacing requirements for bolts installed on adjacent plates-shall be ten (10) Aoit diameters,- (-5) bolt diameters for edge of concrete and-edge of embedded plate. (g,_; SA j k4 Y , L'W
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A // E & d Fla k Coh' - ltPb l. ' LOCATION PLAN FL. ELEV.0-3 #1 r OR WALL ELEV. (IF APPLT.ABLE)
_ _ _ _ ~ _ _ _ _ _ - .. - - . - . . . . . . .
..- EBASCO SERVICES INCORPORATED cv OATE *
- suegr or
~ . . cwxo. av. .u OATE - ors no LOU 2865 "" 2 653 CUENT- Louisiana Power & Light Comeany PaoJECT Waterford SES Unit No. 3 su sarcT Evaluation of Mercurv Installed Anchor Plates ADDITIONAL CALCULATION' .
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THIS AS-SUILT ANCHOR' PLATE'AND y .. . - . _ . . . . - . _ . EMBEDDED PLATE-CONDITION IS SIMILARTOdASENO: _. [ (calculation _att; ached 1 __.. - , , , . . , HENC" THE AS-BUILT CONDITION-IS ACCEPTABLE. -- -
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- U' EVALUATION -
OF- ' MERCURY INSTALLED ANCHOR PLATES l ANCHOR PLATE NO: MI~Z I sureOmr No -/7 . ppy 40- FC5- T-Co rk
?
The above mentioned anchor plate was installed by MERCURY to support
.tubetrack members. The as-built anchor plate evaluation and snmmary '
is ra followes. s
~
. Accept Reiect Mod.reqd.
. x) non z.bea.-t.......... E O
>> men e ,............
7 0 . c) -xnesor note. . . . . . . . . . . . g . O zvatuxTro ar. .,A cascxzo ox, ##/' Datan lOl/2-/ b')' Date: Bf/fh
/ /
e 0
-+ - = ww-w- = ..-4 ED W' 4
. - * , MERCURYINSTAN.Ei) SUPPORT gg , p e
PLATES & ANCHOR BOLTS . . , Prepared By: A g Checked.By: / - Date: h/J9/yy # ITEM NO. - ANCH. PL SIZE
.k /#2 SUS NO. N (1) (2) (3) (4) k'ORK AR A 3d ~
ANCR. B. SI '[2 h SUPPORT NO. 12 ANCH. B. PROJ. / MER. DWG. NO. PS k '7-O 0,$'A ANCH. B. LETTER "L B430 DET. NO. Jr23,T- 25 A ' 3 I ADJACENT PLS 6 SUPPORTS: FL'. ELEV. f-) 6 EMB'D PL NO. WALL'NO. e ,a e e ee e.: a EMB'D PL SIZE d S R
- ACTUAL LOAD _ b ANCE. PL NO. -
SEISMIC bNON-SEISMIC
. IZE , --
- SUPPORT NO. - - - - -
SUPPORT TYPE NOTE: l'ini== bolt spacing requirements- for bolts installed on adjacent plates , shall be_ ten (10)' holt diameters,- (5) bolt. diameters for edge of concreta and edge of embedded plate. ,
.+ -
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m . l N
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4 /' v . f'
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o LOCATION PLAN FL. ELEV.(-) V OR WALL ELEV. (IF APPLEABLE) - mummmm mmmm mm m
g-- - ESASCO 3ERYlCES INCORPORATED
. ey
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sM:cf cr cMno. ey . oATE M ~
. ors NO LOU 2865 '#Q 653 cuswT- Louisiana Power & Light Comoany emostcT Waterford SES Unit No. 3
'su sJact Evaluation of Mercurv Installed Anchor Plates ADDITIONAL CALCULATION. -
- Pla,te 'iNoIl MI= f, g; i a i 1 i i l l l 1 : . i ,
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THIS AS-BUILT . . . . ANCHOR PLATE _ . . . _ . _ . _. _ AND . - .._. EMBEDDED'. PLATE CCINDITION IS _ . _ . _ SIMILARTOdASENO: __ [ (calculation auachen ___.._. .. _ , HENCE THE AS-BUILT CONDITION IS-ACCEPTABLE. - - -- - - - - r i l I ,
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s .' . . E' VALUATION OF MERCURY INUTALLED
'A N C H O R PLATES
.i
~~
ANCHOR PLATE NO: SUPPORT NO: - ph)f WS3 - b
- 0l58 Sfs'
?
The above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and su m ary is as followes.
's Accept Reject Mod.reqd.
- 3.a m.s.d t..........
d O
>> nit s,.c1.............. g- O C) Anchor not............. gy REMARKS Or CORRECIVE ACTION : M -
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] % MERCURY INSTALLED SUPPORT />ff- 2./
. PLATES & ANCHOR BOLTS Prepared By: Ym Checked By: @, _.[ _ . ,, ,
Date: 9-/ ./ u
. d ITEM No. p#-N//- < f vg A 5 ANCH. PL SIZE /X.fYJ r, so SUS NO. 9/B (1) (2) (3) .(4)
WORK AREA 3 / /) ANCH. B. SIZE T i or SUPPORT NO. 6 ANCE. B. PROJ. MER. DVG. No. fj~)- ) e,(,4 ff,g- ANCB. B. LM B430 DET. NO. . BUILDING A'4/3 ADJACENT PLS & SUPPORTS: FL. ELEV. -- 3 ;, EMB'D PL NO. MALL N0. 4A 443,- c/ p~ , , EMB'D PL SIZE // x 4 ACTUAL LOAD
. O.
SEISHIC ANCE. PL SIZE NON-SEISMIC SUPPORT NO. SUPPORT TYPE NOTE: Mini =um bolt spacing require ents for bolts installed on adjacent. places shall be ten (10) bole diameters, (5) bolt' diameters for edge of concrete and edge of embedded plate. CA M f b$d. ~ lY +- I g , r >O v
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LOCATION PLAN FL. ELEv.
... . .. . . . @B MALL #RTR-- _____JUQ_RARS'2ANRi_
. . _ _ . . . _ . . - l 1
EBASCO '5ERVICES INCORPORATED l sy # oATE IO'N' SHEET or cwxo. av oATE M' ors no LOU 2865 *El,'u 6 53 I cWENT Louisiana Power & Licht Comeany amostcT Waterford SES Unit No. 3 i l susJtcT Evaluation of Mercurv Installed Anchor Plates i ADDITIONAL CALCULATION' 1 i l ,l Plate No FMIm
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,' EVALUATION OF- 'M E R C U R Y- INSTALLED A-N C H O R PLATES ANCHOR PLATE NO: ~db SUr,Our no // .
puq wo -sc3 - t - os y4
?
The above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evcluation and summary is ac followes.
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Ace. ,e R.3.ee ee.:.ed. A) sole amb.dm.ne.......... E O
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aE haxs or COanzCTzvr ACTzOn : A/M - zVALUATzD BY: a l
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ey ~~ EVALUATION OF- . MERCURY INSTALLED A'N C H O R PLATES L ANCHOR PLATE NO: ' SUPPORT NO: 7~ I7 [f2 ~'7 - 3)wq 4 0 - - 17 2. - L - O l ?. c SH ') f The above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and sn= mary is as followes.
,, Accept Reject Mod.reqd.
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& O O C) Anchor Plate............
{ RENDJuts Or CORRECTIVE ACTION : b0dG EVALUATED BY: Il CHECKED BY: Date: (0//2./fy Date: /8[/ h
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. ACTUAL LOAD 2.8 thi (*J __,. 6 SEISMIC LOCATION PLAN FL. ELEV.
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ANCH'OR PLATES 4
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. SUPPORT NO: -h 7 DHG de S/- 7. -0/3-A The abdve mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and summary is as followes.
L. l: Accept _ Reject Mod. reed. I i y t r, u 1t mmse - o......... g. g B) Bolt Spacing............ g C) Anchor Plate............ 1 REMARKS Or CORRECTIVE ACTION : w - S , Dates /0//3 /& page, ,,,, ,f Q 1
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WORK. AREA 32k' ANCH. B. SIZE U*d -
. SUPPORT NO. 37 -ANCH. B. PROJ.' 'l Uh -
iMER. DWG. NO. SJ 'f.d1R-A -, ANCH. B. LETTER "L # B430 DETL NO. .\23 -'81 A ? - BUILDING N " ADJACENT PLS & SUPPORTS: FL.'ELEV. W . .EMB'D PL NO. N WALL NO.- ' IJ [n et, s :s e sh:ah EMB'D PL SIZE I ACTUAL LOAD ". ANCH. PL NO. CCRR~ 1112 SEISMIC -
' ANCH. PL SIZE 15,, > 15, NON-SEISMIC -
SUPPORT NO. CCRR-fl12. SUPPORT TYPE - NOTE: M4E== bolt spacing requirements for bolts installed on adjacent places - l shall be ten (-10) tolt diameters ((5) b'olt. diameters for edge of concrete and edge of agpedded place. , r 3A g v , bed /g E/Q
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- ADDITIONAL CALCULATION __. , , l _ =__ p _g g 3
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ANCHOR PLATES ANCHOR PLATE NO:'
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. sursorr Nos 7 -
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- The abwe mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and sn= mary
'is as followes.
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Accept Reject Mod. read. y A) " alt Embodinants. . . . . . . . . . i i,' - l~ B) Bolt Spacing............ g C) Anchor Plate............ REMARKS Or CORRECTIVE ACTION : MOA)& - g Dates tolI3(NY / P. /.J T f f Dates i o O 7 A -r* q - - ~ - '~'
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, ~ PLATES & ANCHOR BOLTS
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MER. Duc. NO. ET-a::t a CH. B. tErIER
'B430 DET. NO.- X'236 ,
BUILDING' MO ADJACENT PLS & SUPPORTS: Pt.. EtEv. ( -> =s' o . EMB'D PL NO. WALL.NO. A//A EMB'D PL SIZE ACTU LOAD #/A - ANCH. PL NO. SEISMIC .
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'ANCE. PL SIZE NON-SEISMIC SU? PORT N0'. W SUPPORT TYPE k
. NOTE: Minimum bolt spacing requirements for bolts installed on adjac-nt plates shall be. ten (10)-bolti diameters,.-(5) bolt diameters for edge of concrete and edge.of' embedded plate. ,
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ANCHOR PLATE NO:
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SUPPORT NO: pw; yo - /L o -Tv b66 kE 2 The above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and summary
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Accept Reject Mod. reed.
- o A) Bote =3. w e..........
ET O B) Bott Spacing............ C) Anchor Plate............ REMARKS Or CORRICTIVE ACTION : twO . EVALUATED BY: /) ] CHECKED BY: , Date: l0l/3}Py cates /s-/T-fff ( '
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. SUPPORT NO:
5 Dw4 Ho- 140 -T- o 66 AE 5 The above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and summary
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ANCHOR PLATE NO: SUPPORT NO: ~ 00 -S-06 CA-f The above mentioned anchor plate was installed by MERCURY to sapport tubetrack members. The as-built anchor plate evaluation and sunnary is as followes. t Accept Reiect Mod.reqd.
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ANCHOR PLATES
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7.NCHOR PLATE NO: 2-Y SUPPORT NO: 904 do-/(a t -t. -o/3A f The above mentioned anchor plate was installed by MERCURY to support tubetrack members. The as-built anchor plate evaluation and summary is as followes. s Accept Reject Mod.reqd.
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, SUPPORT TYPE NOTE: Min 4== bolt spacing requirements for bolts installed on adjacent plates
, shall be can (10). bolt diameters,.-(5). bolt diameters for edge of concrete and edge of embedded plate.
f n g> j m (JIO+ . -a k- ~ lg vi> I 9 r f. n N do v l . /, 2 . ' y I t A ID-D t m hNh 1
- p. 4 m.o .
LOCATION PLAN FL. ELEV. OR WALL ELEV. (IF APPLICABLE)
.w-, -~,:.- :- . = h- ~ ~ ~ ~~'
, , , . EBASCO SERYlCES INCORPORATED J NS . 12 /o- G84}}